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| 1 | Excavation ,loading,unloading and carriage by mechanical means of all kinds of soil including stoney earth,gravel and moorum etc interspread with boulders upto 1/2 cum size with all lifts and delifts including trimmimg of slopes and bed to design section and depositing the excavated materials away from works site including T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 2 | Watering earthwork upto OMC condition and compaction by sheepfoot rollers and dozer in layers not exceeding 22.5 cm to 95% dry density including hire and running charges of all the machineries including labour and labour cess, T&P required for the work etc.complete as per direction of Engineer-in-charge. (measurement to be taken on the finished compacted section of the fill under OMC condition). |
| 3 | Excavation, loading and carriage by mechanical means in D.I. rock, laterite and soft rock not requiring blasting interspread with boulders upto 1/2 cum size with all lifts and delifts including trimming of slopes and bed to design section and depositing the excavated materials away from work site as per the specification including cost & conveyance, T&P required for the work, labour and labour cess as directed by the Engineer-in-charge within an initial lead of 1km from the place of excavation complete. |
| 4 | Excavation of foundation in hard or gravelly soil, stiff black cotton soil & stoney earth mixedwith boulder with all leads lifts and delifts including dressing, levelling the bed and depositing the excavated materials away from the work site including T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 5 | Filling foundation and plinth with sand of approved quality,watered and rammed including cost & conveyance of all materials, royalty of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 6 | Cement Concrete M15 with 40 mm hard granite crusher broken aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge.(ground floor) |
| 7 | RCC M20 with HG (CB) 20 mm size aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge.(ground floor) |
| 8 | Supply, fitting, fixing, straightening, bending, binding and placing in position of uncoated HYSD bar reinforcement complete including cost & conveyance of all materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 9 | 2.5 cm AS flooring with Cement Concrete (1:2:4) with 12 mm to 20 mm hard granite crusher broken aggregates metal per 1 cum free from weathered skin surface, dust and any other deleterious materials including cement punning, rigid smooth centering machine mixing, watering, compacting with vibrators, hoisting and laying in position for a finished smooth surface and curing with all leads, lifts and delifts, hire and running charges of machineries construction including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 10 | Rigid smooth centering and shuttering for R.C.C works including false works and dismentalling there after casting including cost, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. (a) Foundation & Plinth. |
| 11 | Fly ash brick (23cm x 11cm x 8 cm ) size having crushing strength not less than 75kg/cm2 with dimensional tolerance ±2% in cement mortar(1:6) in plinth and foundation including cost & conveyance of materials, royalty of materials, T & P required for the work,sundries, labour and labour cess etc complete as per specification and direction of Engineer-in-charge. |
| 12 | Fly ash brick (23cm x 11cm x 8 cm ) size having crushing strength not less than 75kg/cm2 with dimensional tolerance ±2% in cement mortar(1:6) in super structure including cost & conveyance of materials, royalty of materials, T & P required for the work,sundries, labour and labour cess etc complete as per specification and direction of Engineer-in-charge. |
| 13 | 16 mm thick C.P. in C.M. ( 1:6) inside wall of the brick work masonary finish smooth including racking joint including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. Data for 1 sqm |
| 14 | 12 mm thick C.P. in C.M. ( 1:6) to brick masonry including cement punning and bitumen painting on top wall including cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. Data for 1 sqm |
| 15 | Providing dry rubble rock toe with blasted and quarreled grinite boulders of size 30 cm and above with all leads and lifts includingdumping with packing to properly to proper surface packing to proper line and level, cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 16 | Rough Stone dry packing in approns and revetments with hgcb of 15cm to 30 cm sizeincluding cost & conveyance of all materials, royalty of materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charg |
| 17 | Priming one coat with any approved (exterior) primer over plaster surface including cost of all materials, T & P required for the work, labour and labour cess etc complete as per direction of Engineer in charge. |
| 18 | Wall painting 2 two coats with plastic emulsion paint of approved shade on new work to give and even shade including cost of all materials, T & P required for the work, labour and labour cess etc complete as per direction of Engineer in charge. |
| 19 | Provision of weep hole in brick masonry /plain/Rinforcement concrete abutment wing wall with 100 mm dia AC pipe extending through the full width of the structure with slope of 1V: 2 H towards face including cost of all materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 20 | Fine dressing and turfing to the slopes of the road embankment with compact dub gross transported by mechanical means including cost & conveyance of all materials, T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 21 | Back filling of excavated earth in foundation and plinth including T & P required for the work, sundries, labour and labour cess etc.complete as per specification and direction of Engineer-in-charge. |
| 22 | Supplying and fixing 80 mm thick cement concrete interlocking paver block of M-40 gradeof approved make, design, colour and size made by block making machine with proper compaction laid in required pattern etc. including cost & conveyance of all materials, fitting and fixing of materials, T & P required for the work, sundries, labour and labour cess etc. as per drawing and technical specification cluses 1504 MORTH and specification 6919-11 1986. Please Enable Macros to View BoQ information |
